HomeMy WebLinkAboutR2C, Engineering.�
:
�
�
ƒ
\
k
)
2
3
/\
f
m
)\
2)
{
;
)
®)
ƒ»
®
\
))
MIN. FILTER SIZE
@ "ANSI 15 FLOW'
(4) PIPE DIA. MIN.
W
-
STRAIGHT PIPE
SIZED BY"ANSI 15
FLOW' @ 6 FPS
.�
PUMP SIZED BY
_
JD-
ANSI 15 SELECTED
FROM APSP
-
LISTING AT"ANSI 15
h
FILTRATION FLOW'
MIN. 18" STRAIGHT (HORIZ OR VERT.) SKIMMER SUCTION MIN SIZE PIPE SIZE CRITERIA (FPS)
FOR FUTURE SOLAR PRIOR TO HEATER ANSI 15 FLOW' @ 6 FPS - Pressure Suction
ANSI 5
RECIRCULATION RETURNS SWIMOUT WHEN POOL DEPTH EXCEEDS 5 FT ANS115 =,(;
@ 8 FIPS ANSI 15 FLOW' RFCIR SURFACE SKIMMER
(1) MIN PER 800 SF
SUCTION MIN "ANSI 15 FLOW'6
C R SpIIT • MAY BE OMIT EID IF "NEGATIVE EDGE" ORS
BSI OTHER WEIR USED
#8 AWG SOLID COPPER
"ANSI7 FLOW": DETERMINED ONLY BY r qUk ANOI Sp ag F OW' 15
TDH CALC E.G. MAX"ANSI 16 FILTRATON FLOWN 6 HRFLOW) SISFlO tOVy 9 6FP$
TURNOVER, MIN 36 GPM Po Fps
"ANSI 16 AUXILIARY FLOW": GREATER BFps
OF SPA JET OR OTHER FEATURE FLOW
"ANSI 6 FLOW": 12 HR TURNOVER OR
OTHER "ESTIMATED/ DESIGN" FLOW
PPTIONAL VACUUM�I .^k .'•i
LOADEDFITTING MUST
HAVE SPRING
PIPE FLOW AT GIVEN VELOCITY (GPM)
PIPE 6 FPS 8 FPS SUCTION OUTLETS "ANSI 7 FLOW'
ill16 22
1-1/2" 38 51 DRAIN BRANCH PIPING MIN. SIZE
2" 63 84 ANSI 15 FLOW' @ 6 FPS
2-1/2" 90 120
3" 138 185
4" 238 318
6" 541 721
TYPICAL RESIDENTIAL POOL / SP/
SCALE: N.T.S.
v Il680.26(B)(2)(b) INSTALL I
AFTER BACKFILL &
COMPACTION
\
SUNSHELFAS
TOP STEP MAX 1
DECK TO SHELF
- SEE ANSI 5 FOR STEP
i REQUIREMENTS - MIN
240 SO IN, MAX 12"
RISERS TO 4FT WD
SPA WEI f:
NOTE: CONT. 3 #3 STEEL OF
SPA BEAIA VE ICALLY DOWN
& UNDER THE ELEVATION OF
THE SPA ✓VEIR
IF NO WE R OVERFLOW TO POOL,
A SKIMMER MUST BE USED IN SPA
STEP REQ'D ON SPA BENCH
UNLESS RAISED 12" OR MORE
DIGIT/1, SIGNATURE
INDEX SHEE"IFOR SH'I'S
S I S2 PER RULE
611315-23.001(4)(b), F.A.C.
FBC NO LONGER REQUIRES EXCAVATIONS OUT OF THE "ANGLE OF REPOSE PLUS 1 FT". THE CURRENT
REQUIREMENT IN 7TH ED (2020) FBC, SECTION 1804.1 STATES THAT "EXCAVATIONS SHALL NOT REMOVE
VERTICAL OR LATERAL SUPPORT FROM ANY FOUNDATION." THEREFORE THE FOLLOWING IS REQUIRED:
OFFSET
COMPLIANCE �R
PRESUMED WHE ;y
OFFSET=WATER,
DEPTH
"ANGLE OF REPOSE"
OR SEE CONTRACTOR PLAN
ITY TO STRUCTURE
T.S.
1. WHEN THE POOL DECK DISTANCE IS EQUAL TO OR GREATER THAN
WATER DEPTH, NO MITIGATION OF THE SHELL STRUCTURE IS
REQUIRED, AND NO SHORING OR FOUNDATION SUPPORT INITIALLY
REQUIRED.
2. WHEN THE POOL DECK DISTANCE IS LESS THAN THE WATER DEPTH,
THE ENGINEER SHALL PROVIDE A MITIGATION SPECIFICATION, EITHER
TO PROTECT THE FOUNDATION DURING EXCAVATION OR
STRENGTHEN THE SHELL FROM STRUCTURE LOADS.
3, IF DURING EXCAVATION, SOIL CONDITIONS APPEAR TO LEAD TO LOSS
OF FOUNDATION SUPPORT, THE CONTRACTOR SHALL CEASE
EXCAVATION AND CONTACT THE ENGINEER FOR MITIGATION
SPECIFICATIONS.
4. IF AFTER EXCAVATION THE CONTRACTOR OR INSPECTOR FIND A
LOSS OR THREATENED LOSS OF SOIL SUPPORT AT THE FOUNDATION,
CONTACT THE ENGINEER FOR MITIGATION SPECIFICATION.
i ¢1ETERMINE PIPE SIZING FROM ATTACHED
ANSI WORKSHEETS.
SPA PIPING DETERMINED FROM
ATTACHED WORK SHEETS.
DUAL MAIN DRAINS SHALL HAVE A
MINIMUM SEPARATION OF 3 FT, UNLESS
ONE IS LOCATED ON A VERTICAL WALL
OR A SINGLE UNBLOCKABLE DRAIN IS
USED.
• ALL SUCTION COVERS SHALL MEET
ANSI/APSP/ICC-16 2017
• ALL PIPING SHALL BE NSF-PW APPROVED
& MEET THE REQUIREMENTS OF 7TH ED,
(2020 FBC.
• ELECT ICAL EQUIPMENT, WIRING, &
INSTALLATION SHALL CONFORM TO THE
NFPA 70- 2017 EDITION.
• BONDING OF POOL STEEL & LIGHT TO
FOOTING STEEL SHALL BE CONTINUED
TO & INCLUDE ALL PUMPS & HEATERS.
• TEMPORARY FENCING SHALL BE
INSTALLED & MAINTAINED UNTIL
PERMANENT CHILD SAFETY FEATURES
ARE INSTALLED.
• THERE SHALL BE A PASSING ELECTRICAL
& CHILD SAFETY FINAL INSPECTION
PRIOR TO FILLING THE POOL OR SPA
WITH WATER.
POOL SHALL MEET THE APPLICABLE
CRITERIA IN ANSI/APSP 3,4,5S, 7 & 15
STANDARDS ADOPTED IN 7TH ED. (2020)
ANSI 7
NOTE TO REVIEWER:
DETAILED TDH
CALCULATIONS ARE
REQUIRED TO
DETERMINE ANSI 7-
SUCTION ENTRAPMENT
COMPLIANCE
COMPLIES WITH
7TH ED. ((2020) FBC,
ALL VbLUMES
20RQW2C099
„N
�ve�
cr"
i9
U
a
bb
�
D ¢E
(�
Cn
E s
Z
ro
a
Lux
2
j Y
W
55
i�WZ
Yy
Z
sgoe
a"
r
®�E
t✓
mat
� O
ti
N tiY
U) d
Z U)
O
U 0
wO_
U) D-
06a
Z H-
J W
ao
a WLU
U
f-- 0
-S 1
SHEET 1 OF 2
EXTERNAL BONDING LUG FROM "LISTED" J-BOX
WHEN PROVIDED BONDED WITHIN J BOX.
POOL DECK W/ NON SLIP FINISH
SLOPED 2%-4 % AWAY FROM POOL
(3) #3 REBAR BUNDLED AT RIM OF POOLLGRADE
& SPA. CONT. #3 STL. OF SPA BEAMVERT.
DOWN & UNDER ELEV. OF SPAWEIR.
(OPTION:]CONTRACTORS MAYCHOOSE TO USE
#3 BARS WITHINTOP
(3)
OF BEAM SPACE 1" APART+OR -
�' E WALL
y ( .v x. INLET
w'',z OPTIONAL VACUUM LINE & FITTING
o'j,� W/ SPRING LOADED COVER
z UNDERWATER LIGHT 18" MIN BLW
w — NORMAL WATER LEVEL (TYP)
>.m NOTE: NEW NICHELESS POOL
z',r LIGHT PRODUCTS THAT HAVE NO
g ¢ BONDING REQMTS MAY BE USED
a. 3/8 SMOOTH SLIP RESISTANT
w. FINISH TO COVER WALLS
FI nnP RTFPR & RIIMP
JUNCTION BUX
OUTSIDE OF DECK
(TYP.) GROUNDNG
/BONNDING WIRE-.0
EXIT J-BOX PASS] dG
THROUGH
TRANSFORMER T)
ELECTRICAL PANHL ,
#8 AWG BOND
WIRE TO ALL POOL
EQUIP. CAPABLE
OF BONDING
n ' i INSTALL#8 AWG WIRE
EQUIPOTENTIAL BONDING
LOOP 4"-6" BLW. SUBGRADE,
18 -24" FROM POOL, BONDED
s (� (4) PTS. TO POOL SHELL
-yIII)— PER NEC 680.26(B)
3/4" CONDUIT W/ LUMINARY WIRING
�-_ I HARNESS THAT INCLUDES GROUND
WIRE
INTERNAL BOND LUG IN NICHE W/ INSUL #8
M SOLID OR STRANDED WIRE TO J-BOX WHEN
REQD BY BLDG. OFFICIAL
POOL WALLS USE MIN. 6" 4.000 PSI
CONCRETE W/#3 REINFORCING STL.
III... PLACED R 12"x12" O.O,E.W. TIED EVERY
_ OTHER CiiOSSING W/ 2-1/2"MIN.
I CLEARANCE
r ENSURE SOILS ARE FREE OF ORGANICS,
aT COMPACTED TO 95% PROCTOR PER ASTM D-1557
SUMP PER ANSI/APSP/ICC-16 2017 W/ TESTED,
LISTED, AND LABELED MAIN DRAIN COVER
MAIN DRAIN TO PUMP
wmvvnl�n..v i �— HYDROSTATIC RELIEF DEVICE
HYDROSTATIC RELIEF MAY BE A ;NOTE
DEADLINE" OR PLUG IN SLOTTED NOTE
PIPE IN BOTTOM OF SUMP >SUL&I
POOL DEEP END S
SCALE: N.T.S.
OTHER METHOD
WHEN WATER
,EEDS 5 FT
1.18
SHOOTTO
UNDISTURBED
EARTH
PLACE FOOTING STRUCTURE
ON UNDISTURBED EARTH
MEETING 2,000 PSF OR
COMPACTED FILL MEETING
95% MODIFIED PROCTOR
BENCH SEC
3 SCALE: N.T.S.
I!
NCE&
PER
!!/'
"RAME
� HGpAXB 1
1
nYY 4n nvi�+ixr.
:I :
pt4wc8llmunMlnewta
d
NOTES:
APPROVED PRODUCT SPECIFICATION MAY
DIFFER FROM FIELD BUILT SUMPS
SHOWN ON THIS PAGE
SPECIFIED PVC PIPE SIZE (d1
MIN. SUMP DEPTH 1 5z(d)
MIN. LEDGE DEPTH (d)
-OR-
FOR FIELD BUILT SUMPS SEE PRODUCT
INSTALLATION INSTRUCTIONS
FIELD BUILT SUMP
2 SCALE: N.T.S.
TRUNK SUCTION PIPE SIZE
MIN AT 6 FPS ANSI 15 FLOW
SUCTION OUTLETS W/
ANSI/APSP/ICC-16 2017
ANTI -ENTRAPMENT COVER, (2)
REQD OR (1) UNBLOCKABLE
DRAIN
SUMP PER
ANSI/APSPIICC-16 2017
OR COVER MFR. SPECS
ANSI 15 BRANCH PIPE SIZE
MIN AT 6 FPS AT FLOW BY:
• MAX 6 HOUR TURNOVER
MI�AL MOINDAYBE
MITTEDIENTIRELY
BRANCH PIP
SCALE: N.T.S.
LAP #3
LAP #5
6 SHE
CON(
USE4J
CONTF
cor
PL
DE
2,(
•• WHI
EN
C(
W
C(
C(
B(
T(
CL
VE
•• ALL
3" L VERT. W/
MIN. (2)) #3 BARS
CONT. @ TOP
o,
-�
#3 BARS @
12"O.C. HORIZ.,
6„
TYP. U.N.O.
_
TO:
MEET
THE
POOL BEAM
C 8"x12" OPTION
5 SCALE: N.T.S..T.S
NOTE'.THIS DETAIL'ISIFOR MAYS 6 FT DEEP SOIL
MUPPOR7ED p.00L;SHELLw S UP,PL MENTAL
SPECIFICATIONS F4)R 6EPER STRUCTURES;
LOAD SUIRGHARtzEc 5T}7.UC,TURES, OR
: =APPUFtTENA 'CISTi2UCTURES
COMPLIES WITH
7TH ED. (2020) FBC,
ALL VOLUMES
SEE DIGITAL
SIGNATURE ON
INDEX SHT SI 3 o
O G7
a
N
u
�maN
s ffi
g
mo
NLLn¢
&o
�N
m xvU g`m
9.
ag
m
N
V, Z
wWW
a
W
°
1'
Z
g
m'y
a O
yawl
`
EL
(U)
(n J
o_EL
~ J
U
W Q
(n F
J LU
Q W
(.)2
}a co
F �
K
O
LL
S2
SHEET 2 OF 2